Attachment 5 - Geotechnical Assessment · MCU18/0015

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RTI 11/055 Folio B417

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Associates
SHEET: 4 OF 1
CLIENT: Mr Phillip Harding POSITION: Refer to Site Plan DRILL RIG: Hand Auger
PROJECT: Housing Development - SURFACE RL: 14m DATUM: AHD71 DRILLER:
LOCATION: = Attunga Heights INCLINATION: -90° LOGGED: PGH DATE: 9/10/03
JOB NO: 03632248 HOLE DIA: 100 mm_ HOLE DEPTH: 0.70m CHECKED: A-tp DATE: 24 fanfo3
Drilling Sampling Field Material Description
Sus ° = z
oY a 3 w |2 DCP TEST (AS1289.6.3.2)
Slt o| ag SAMPLEOR {E/2 | & SOIL / ROCK MATERIAL DESCRIPTION Sloe Blows per 100 mm
2 ia] | Es FIELDTEST |8]z | 3 Bae
Zo a o oO B|zz
b [eg] 5 | BE oa 88/8 giege of 7
0.0706 TSP] SAND
7 | fine to medium grained, light grey, trace of root matter to 7
q 03m 4
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0.5— 4
‘10.70 | DS 0.60-0.70m, fan 1
13.30 END OF [email protected] m
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3 This report of borehole must be read in conjunction with accompanying notes and abbreviations. It has been prepared for
geotechnical purposes only, without attempt to assess possible contamination. Any references to potential contamination are for.
information only and do not necessarily indicate the presence or absence of soil or groundwater contamination. GAP gINT FN. ey